Q1/For the 5.0m cantilever beam shown below, calculate the immediate deflection due to dead load. In addition to it is own load the beam carries a dead point load P=50kN at its end, service live load=6kN/m. Use fc-30MPa and fy=420MPa. d'=60mm, d=540mm. 500mm 300mm | 3025mm 2310mm 5.00m 200mm 1400mm tek 60mm 60mm
Q1/For the 5.0m cantilever beam shown below, calculate the immediate deflection due to dead load. In addition to it is own load the beam carries a dead point load P=50kN at its end, service live load=6kN/m. Use fc-30MPa and fy=420MPa. d'=60mm, d=540mm. 500mm 300mm | 3025mm 2310mm 5.00m 200mm 1400mm tek 60mm 60mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q1/For the 5.0m cantilever beam shown below, calculate the immediate deflection
due to dead load. In addition to it is own load the beam carries a dead point load
P=50kN at its end, service live load=6kN/m. Use fc-30MPa and fy-420MPa.
d'=60mm, d=540mm.
500mm 300mm
3025mm
2310mm
5.00m
200mm
1,400mm |
teke
60mm
60mm
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2caffb0b-b9d3-4522-b438-f780248871af%2F097da2d1-6f24-4281-8931-ad2375f80aef%2Fsc87uht_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1/For the 5.0m cantilever beam shown below, calculate the immediate deflection
due to dead load. In addition to it is own load the beam carries a dead point load
P=50kN at its end, service live load=6kN/m. Use fc-30MPa and fy-420MPa.
d'=60mm, d=540mm.
500mm 300mm
3025mm
2310mm
5.00m
200mm
1,400mm |
teke
60mm
60mm
C
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